Scheduled Tribe Welfare Department Tender
Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.
Costs
EMD
₹ 30,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
DTWO/2019-20/IND135Bid Award Id
ViewTender No
DTWO/2019-20/IND135Tender Authority
Scheduled Tribe Welfare Department ViewPurchaser Address
-Website
http://eproc.karnataka.gov.in
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Documents
BOQ Items
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Cutting of trees including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material and earth filling in the depression/pit including all lead and lifts labour, hire charges of all machineries etc., complete as per MORTH Technical Specification Clause 201/ Chapter 2 and as directed by Eng-In-Charge.
-For Girth above 900 mm to 1800 mm
(As per item 18.3 KSRRB M200.3 of PWD SR 2014-15 Belgaum Circle page 133)
2355.15
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Cutting of trees including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material and earth filling in the depression/pit including all lead and lifts labour, hire charges of all machineries etc., complete as per MORTH Technical Specification Clause 201/ Chapter 2 and as directed by Eng-In-Charge.
-For Girth above 1800 mm
(As per item 18.4 KSRRB M200.4 of PWD SR 2014-15 Belgaum Circle page 133)
7325.85
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Scarifying the existing bituminous road surface to a depth of 50 mm by mecanical means and disposal of scarified material including all lead and lifts ,labour, hire charges of all machineries etc., complete as per latest MORTH Technical Specification Clause 305.4.3 and as directed by Eng-In-Charge. (As per item 19.59 KSRRB M300.52.2 of PWD SR 2014-15 Belgaum Circle page 145)
3.57
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Earthwork excavation for roadwork in all types of soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location, unloading, including all lead and lifts, labour, hire charges of all machineries etc., complete in accordance with latest MORTH Specification No. 301 and as directed by Eng-In-Charge.
(As per item 19.14 KSRRB M300.14 of PWD SR 2014-15 Belgaum Circle page 140)
61.45
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Earthwork excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site, unloading, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including all lifts and lead, labour, hire charges of all machineries etc., complete and in accordance with latest MORTH Technical Specification Clause 301 and as directed by Eng-In-Charge.
(As per item 19.15 KSRRB M300.15 of PWD SR 2014-15 Belgaum Circle page 140)
77.2
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Earthwork excavation for roadway in Hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and stacking and @ site and trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections including all lifts and lead, labour, hire charges of all machineries etc., complete and in accordance with latest MORTH Technical Specification Clause 301 and as directed by Eng-In-Charge.
(As per item 19.16 KSRRB M300.16.1 of PWD SR 2014-15 Belgaum Circle page 140)
410.05
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures, graded and compacted to meet the requirement of table 300-2 including all lifts and lead, labour, hire charges of all machineries, loading, unloading etc., complete in accordance with latest MORTH Technical Specification Clause 305 and as directed by Eng-In-Charge. (Rate includes watering and compaction by vibratory roller)
(As per item 19.61 KSRRB M300.54 of PWD SR 2014-15 Belgaum Circle page 145)
99.75
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Construction of embankment with approved material murrum (obtained from borrow pits) with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300-2, including labour, hire charges of all machineries, loading, unloading etc., complete as per table 300-2. in accordance with latest MORTH Specification No.305 and as directed by Eng-In-Charge. (Which includes cost of murrum/gravel, watering charges & compaction by vibratory roller) (As per item 19.60 KSRRB M300.53 of PWD SR 2014-15 Belgaum Circle page 145)
434.7
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Pulverising the local soil in place, spreading with rotavator duly adding the specified quantity of inorganic compound RBI grade 81 as approved by CRRI, mixing thoroughly, sprinkling desired quantity of water, grading with motor grader and compacting with the road roller at OMC to the desired density for improving the subgrade & shoulder (The Laboratory CBR of the compacted soil shall not be less than 10) For Soil having WL between 35&50, with 1% of inorganic compound like RBI Grade 81 by weight of soil) (As per item 38.15.1.1 of PWD SR 2014-15 Belgaum Circle page 272)
714
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Construction of Subgrade and Earthen Shoulders with approved material murum with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No.300-2 , including labour, hire charges for all machinaries, loading, unloading etc., complete in accordance with latest MORTH Technical Specification Clause 305 and as directed by Eng-In-Charge. (Which includes cost of earth, watering charges & compaction by vibratory roller) (As per item 19.62 KSRRB M300.55 of PWD SR 2014-15 Belgaum Circle page 145)
460.95
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Loosening of the ground upto a level of 500mm below the subgrade level, watered, graded and compacted in layers to meet requirements of table 300-2 for subgrade constrcution, including all lead and lifts, labour, hire charges for all machinaries etc., complete in accordance with latest MORTH Technical Specification Clause 305.3.4 and as directed by Eng-In-Charge. (Which includes watering charges and compaction by vibratory roller)
(As per item 19.65 KSRRB M300.59.1 of PWD SR 2014-15 Belgaum Circle page 146)
54.6
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Construction of Granular Sub - base by providing Coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller 8-10 tonne to achieve the desired density including cost of all materials, labour, hire charges of machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading , all lead and lift etc., complete in accordance with latest MORTH Technical Specification and as directed by Eng-In-Charge. For Coarse garaded granular sub-base materiak as per 400-2 for grading -II material (As per item 20.6.2 KSRRB M400-7 of PWD SR 2014-15 Belgaum Circle page 153)
2132.55
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Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadum specifications including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed materials by tipper to site, laying in uniform layers with paver in sub-base/ base course on wll prepared surface and compacting with vibratory roller to achieve the desired density, including all leads and lifts, cost of all materials, labour, hire charges of machinery, loading & unloading etc., complete in accordance with latest MORTH Technical Specification Clause 406 and as directed by Eng-In-Charge.
(As per item 20.18 KSRRB M400-17 of PWD SR 2014-15 Belgaum Circle page 155)
2172.45
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Construction of Granular sub-base with non- plastic material as per Tech. Spec. Cl. 401, by using aggregates from scarification of existing layers
122
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Providing and applying primer coat with slow setting bitumen emulsion on prepared surface of granular Base such as WBM, WMM including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means including all lead and lifts, cost of all materials, labour, hire charges of machinery, loading, unloading etc., complete in accordance with latest MoSRT&H Technical Specification Clause 502 and as directed by Eng-In-Charge.
(As per item 21.6 KSRRB M500-6 of PWD SR 2014-15 Belgaum Circle page 158)
23.81
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Providing and applying Tack coat using 80/100 grade bitumen(VG10) on prepared black topped surfaces @ 2.5kg per 10 sqm, heating bitumen in boiler fitted with spray set (excluding cleaning of raod surface),including all lead and lifts, cost of all materials, labour, hire charges of machinery, loading, unloading, stacking, etc complete, in accordance with latest MoSRT&H Technical Specification Clause 503 I (A) and as directed by Eng-In-Charge. -On black topped surface @ 2.0 kg / 10 sqm
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Providing and applying Tack coat as per Table 500-2 on prepared surface using Rapid setting Bituminous Emulsion complying with IS 8887 of approved quality and make including cleaning of road surface by mechanical broom and dusting by air compressor, and spraying using Bitumen Pressure Distributor, including all lead and lifts, cost of all materials, labour, hire charges of machinery, loading, unloading, stacking, etc., complete, in accordance with latest MoSRT&H Technical Specification Clause 503 I(B) and as directed by Eng-In-Charge. -On granular base such as WBM & WMM surfaces @ 2.5 kg / 10 sqm
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Providing & laying Bituminous Macadam for 50 mm compacted thickness (Grading 2) using crushed aggregates as per Table 500 -4 of specified grading and filler (Cement) @ 2% by weight of aggregates, premixed with bituminous binder 60/70 grade (VG-30) with bitumen content 3.30% in 100-120TPH Batch/ hot mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including all lead and lifts, cost of all materials, labour, hire charges for machinery, loading, unloading, stacking, transporting etc., complete in accordance with latest MoSRT&H Technical Specification Clause 504A(II) and as directed by Eng-In-Charge.
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Providing & laying Dense Graded Bituminous Macadam for 50 mm compacted thickness (Grading 2) using crushed aggregates as per Table 500 -10 of specified graded and filler (Cement) @ 2% by weight of aggregates, premixed with bituminous binder 60/70 grade (VG-30) with bitumen content 4.50% in 100-120TPH Batch/ hot mix plant, loading of aggregates with F.E. loader, transported to site in tipper to paver, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including all lead and lifts, cost of all materials, labour, hire charges for machinery, loading, unloading, stacking, transporting etc., complete in accordance with latest MoSRT&H Technical Specification Clause 507 A (ii) and as directed by Eng-In-Charge.
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Providing and laying Bituminous concrete for 40 mm compacted thickness (grading 2) using crushed aggregates as per Table 500 -18 of specified graded aggregates and filler (cement) @ 2% by weight of aggregates, premixed with bituminous binder with using 60/70 grade (VG-30) with bitumen content 5.50% in 100-120 TPH Batch/ Hot mix plant, loading of aggregates with F.E.Loader, transported to site in tipper to paver, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level, alignment, rolling with Smooth wheeled roller 8-10 tonnes, vibratory roller 8 tonnes, smooth wheeled tandem roller 6-8 tonnes as per clauses 501.6 and 501.7 to achieve the desired compaction, including all lead and lifts, cost of all materials, labour, hire charges for machinery,loading, unloading, stacking, transporting etc., complete in accordance with latest MoSRT&H Technical Specification Clause 509 A(ii) (a) and as directed by Eng-In-Charge
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Providing and laying Pitching on slopes ( Stone/ Boulder) laid over prepared filter media including boulder apron laid dry in front of toe of embankment , including all lead and lifts , cost of all materials, loading , unloading , all labour, hire charges for all machinaries etc. complete and in accordance as per latest MoSRT &H specifications 2504 (A)and as directed by Eng-In-Charge.
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Painting the road surface using approved quality Thermo Plastic material (homogeneously composed of aggregates, pigments, resings and glass reflcetorising beeds) conforming to Clause 803 .4.2.2, applied hot either by screeding or extension process at the rate of 5kg/sqmtr of painted surface using suitable machine capable of controlled preparation and laying with surface applicator of glass beads at 250gms/sqmtr allowing cooling to ambient pavement temperature, that shall produce an adherent pavement marking of minimum specified thickness of 2.5mm including barricading for traffic diversion as per IRC:35 cleaning the surface of dirt, dust and other foriegn matter, demarcation at site, barricading for traffic diversion, traffic control including all lead and lifts, cost of all materials, labour, loading, unloading, transporting etc., complete and in accordance as per latest MoSRT&H specifications 803 and as directed by Eng-In-Charge.
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Providing, errecting and fixing "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, 150X75X5mm spaced 2m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150X75X5mm, 330 mm long , including all lead and lifts, cost of all materials, labour, loading, unloading,transporting etc., complete and in accordance as per latest MoSRT &H specifications 810 (A) and as directed by Eng-In-Charge.
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Replacement / Refixing of Crash Barrier with necessary fittings required (if any) including all lead and lifts, cost of all materials, labour, loading, unloading,transporting etc., complete and in accordance as per latest MoSRT&H specifications and as directed by Eng-In-Charge.
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Providing and laying filter material as per the table 300-3 underneath pitching in slopes complete as per drawing , including all lead and lifts, cost of all materials , labours , loading , unloading ,transporting etc., complete in accordance with latest MoSRT&H Technical Specification Clause 2504 and as directed by Eng-In-Charge.
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Providing and fixing Metal Gabion boxes made of mechanically woven hexagonal shaped wire of type 10x12 cm. Edge mechanically selvedged made of heavily (Zinc+PVC) coated G.I Wire as per BS;443 mesh wire 3.00mm Ø edge wire 3.9mm Ø and filled with 20 to 50kg weight trap stones including conveying with all lead & lifts and placing at required line, level slope section etc., complete and in accordance with Specificationand as directed by Eng-In-Charge.
Gabion Size 6.00 x 1 x 1 M
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Providing and fixing Metal Gabion boxes made of mechanically woven hexagonal shaped wire of type 10x12 cm. Edge mechanically selvedged made of heavily (Zinc+PVC) coated G.I Wire as per BS;443 mesh wire 3.00mm Ø edge wire 3.9mm Ø and filled with 20 to 50kg weight trap stones including conveying with all lead & lifts and placing at required line, level slope section etc., complete and in accordance with Specificationand as directed by Eng-In-Charge.
Gabion Size 5.50 x 1 x 1 M
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Providing and fixing Metal Gabion boxes made of mechanically woven hexagonal shaped wire of type 10x12 cm. Edge mechanically selvedged made of heavily (Zinc+PVC) coated G.I Wire as per BS;443 mesh wire 3.00mm Ø edge wire 3.9mm Ø and filled with 20 to 50kg weight trap stones including conveying with all lead & lifts and placing at required line, level slope section etc., complete and in accordance with Specificationand as directed by Eng-In-Charge.
Gabion Size 5.00 x 1 x 1 M
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Providing and fixing Metal Gabion boxes made of mechanically woven hexagonal shaped wire of type 10x12 cm. Edge mechanically selvedged made of heavily (Zinc+PVC) coated G.I Wire as per BS;443 mesh wire 3.00mm Ø edge wire 3.9mm Ø and filled with 20 to 50kg weight trap stones including conveying with all lead & lifts and placing at required line, level slope section etc., complete and in accordance with Specificationand as directed by Eng-In-Charge.
Gabion Size 4.50 x 1 x 1 M
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Providing and fixing Metal Gabion boxes made of mechanically woven hexagonal shaped wire of type 10x12 cm. Edge mechanically selvedged made of heavily (Zinc+PVC) coated G.I Wire as per BS;443 mesh wire 3.00mm Ø edge wire 3.9mm Ø and filled with 20 to 50kg weight trap stones including conveying with all lead & lifts and placing at required line, level slope section etc., complete and in accordance with Specificationand as directed by Eng-In-Charge.
Gabion Size 4.00 x 1 x 1 M
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Providing and fixing Metal Gabion boxes made of mechanically woven hexagonal shaped wire of type 10x12 cm. Edge mechanically selvedged made of heavily (Zinc+PVC) coated G.I Wire as per BS;443 mesh wire 3.00mm Ø edge wire 3.9mm Ø and filled with 20 to 50kg weight trap stones including conveying with all lead & lifts and placing at required line, level slope section etc., complete and in accordance with Specificationand as directed by Eng-In-Charge.
Gabion Size 3.50 x 1 x 1 M
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Providing and fixing Metal Gabion boxes made of mechanically woven hexagonal shaped wire of type 10x12 cm. Edge mechanically selvedged made of heavily (Zinc+PVC) coated G.I Wire as per BS;443 mech wire 3.00mm Ø edge wire 3.9mm Ø and filled with 20 to 50kg weight trap stones including conveying with all lead & lifts and placing at required line, level slope section etc., complete and in accordance with Specificationand as directed by Eng-In-Charge.
Gabion Size 3.00 x 1 x 1 M
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Providing and fixing Metal Gabion boxes made of mechanically woven hexagonal shaped wire of type 10x12 cm. Edge mechanically selvedged made of heavily (Zinc+PVC) coated G.I Wire as per BS;443 mech wire 3.00mm Ø edge wire 3.9mm Ø and filled with 20 to 50kg weight trap stones including conveying with all lead & lifts and placing at required line, level slope section etc., complete and in accordance with Specificationand as directed by Eng-In-Charge.
Gabion Size 2.50 x 1 x 1 M
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Providing and fixing Metal Gabion boxes made of mechanically woven hexagonal shaped wire of type 10x12 cm. Edge mechanically selvedged made of heavily (Zinc+PVC) coated G.I Wire as per BS;443 mesh wire 3.00mm Ø edge wire 3.9mm Ø and filled with 20 to 50kg weight trap stones including conveying with all lead & lifts and placing at required line, level slope section etc., complete and in accordance with Specificationand as directed by Eng-In-Charge.
Gabion Size 2.00 x 1 x 1 M
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Providing and fixing Metal Gabion boxes made of mechanically woven hexagonal shaped wire of type 10x12 cm. Edge mechanically selvedged made of heavily (Zinc+PVC) coated G.I Wire as per BS;443 mesh wire 3.00mm Ø edge wire 3.9mm Ø and filled with 20 to 50kg weight trap stones including conveying with all lead & lifts and placing at required line, level slope section etc., complete and in accordance with Specificationand as directed by Eng-In-Charge.
Gabion Size 1.50 x 1 x 1 M
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Earthwork excavation for Foundations structures in Ordinary soil upto a depth of 3m for Culverts/Side wall/Thrust wall as per drawing and technical specification, including setting out, removal of stumps and other deleterious matter , dressing of sides and bottom, back filling with approved excavated materials, including cost of all materials, with all lead and lifts loading , unloading , all labour, hire charges for all machinaries etc. complete and in accordance as per latest MoSRT &H specification No. 304 and as directed by Eng-In-Charge.
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Providing and laying in Position Plain cement concrete M15 grade in open foundation as levelling course for Culverts using 20mm and down size graded aggregates and clean sieved approved sand including mixing mechanically, laid in layers not exceeding 15cms thick, as per drawings including cost of all materials, with all lead and lifts loading , unloading , all labour, hire charges for all machinaries etc. complete and in accordance as per latest MoSRT &H specification No.1500 , 1700 ,2100 &2900 and as directed by Eng-In-Charge.
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Providing & Filling in foundation trenches and below pipe beds etc., in layers not exceeding 15 cm thick using approved quality coarse Sand including watering, compacting with plate compactor, as per drawing , including cost of all materials, with all lead and lifts loading , unloading , all labour, hire charges for all machinaries etc. completen and in accordance with latest MoSRT&H Technical Specification No. 304. and as directed by Eng-In-Charge.
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Providing and Laying Reinforced Cement concrete of M20 grade Pillars for Culverts using 20mm and down size graded aggregates and clean sieved approved sand including mixing mechanically, laid in layers not exceeding 15cms thick, as per drawings including cost of all materials, with all lead and lifts loading , unloading , all labour, hire charges for all machinaries etc. complete and in accordance as per latest MoSRT &H specification No.1500 , 1700 &2300 and as directed by Eng-In-Charge.
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Providing and Laying Reinforced cement Concrete of M25 grade Head wall/Side wall/ Thrust wall for Culverts For Substructure using 20mm and down size graded aggregates and clean sieved approved sand including mixing mechanically, laid in layers not exceeding 15cms thick, as per drawings including cost of all materials, with all lead and lifts loading , unloading , all labour, hire charges for all machinaries etc. complete and in accordance as per latest MoSRT &H specifications No.1500 , 1700 &2200 and as directed by Eng-In-Charge.
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Providing and Laying Reinforced cement Concrete of M25 grade Head wall for Culverts For Foundation using 20mm and down size graded aggregates and clean sieved approved sand including mixing mechanically, laid in layers not exceeding 15cms thick, as per drawings including cost of all materials, with all lead and lifts loading , unloading , all labour, hire charges for all machinaries etc. complete and in accordance as per latest MoSRT &H specification No.1500 , 1700 &2100 and as directed by Eng-In-Charge.
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Providing TMT steel for Culverts bar reinforcement confirming to IS-1786, FE-500 Grade desgination including straightening bars, cutting, bending, hooking, binding with approved quality binding wire after placing in position, tying, lapping and or welding wherever required and anchoring to the adjoining members wherever necessary as per drawing (laps, hooks and wastages shall not be measured and paid) , including cost of all materials, with all lead and lifts loading , unloading , all labour, hire charges for all machinaries etc. completen and in accordance withlatest MoSRT &HTechnical Specification No. 1600&2200 and as directed by Eng-In-Charge.
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Providing and laying of Filter Material for Culverts as per table 300-3 underneath pitching in slopes complete as per drawing , including cost of all materials, with all lead and lifts loading , unloading , all labour, hire charges for all machinaries etc., complete and in accordance with latest MoSRT &H Technical Specification No.2504 and as directed by Eng-In-Charge.
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Providing and applying 2 coats of water based cement paint for Culverts to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ 1 litre for 2 sqm,including cost of all materials, with all lead and lifts loading , unloading , all labour, hire charges for all machinaries etc., complete and in accordance with latest MoSRT &H Technical Specification No. 800 and as directed by Eng-In-Charge.
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Construction of flexible apron for Culverts 1m thick comprising of loose stone boulders weighing not less than 40kg beyond curtain wall , including cost of all materials, with all lead and lifts loading , unloading , all labour, hire charges for all machinaries etc., complete and in accordance with latest MoSRT &H Technical Specification No. 2507.2 and as directed by Eng-In-Charge.
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Providing and laying of Boulder Appron Laid in wire crates made for Culverts with 4mm dia GI wire conforming to IS :280 & IS :4826 in 100mm mesh (weaved diagonally) including 10 % extra for lap and joints laid with stone boulders weighing not less that 40kg each, including cost of all materials, with all lead and lifts loading , unloading , all labour, hire charges for all machinaries etc., complete and in accordance with latest MoSRT &H Technical Specification No.2503 and as directed by Eng-In-Charge.
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Providing 6mm think Steel Liner of 1100 mm dia Fabricating and Setting out as per Detailed Drawing including cost of materials, labour, hire charges of machineries, loading, unloading, lead, lifts, transportation etc., complete and in accordance with latest MoSRT &H Technical Specification No.1200 & 1900 and as directed by Eng-In-Charge
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Providing and laying Reinforced Cement Concrete pipe NP- 4 for Culverts prestressed concrete pipe for cluverts on first class bedding of granular material in single row , fixing collar with clean seived approved sand cement mortar 1:2, including cost of all materials, with all lead and lifts loading, unloading, all labour, hire charges for all machinaries etc., complete and in accordance with latest MoSRT &H Technical Specification No.2900 and as directed by Eng-In-Charge.1200 mm Dia pipe & 900 mm Dia (1200 mm Dia pipe)
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Providing and Laying Reinforced Cement Concrete pipe (NP- 4) 1000 mm Dia pipe Setting out as per Detailed Drawing including cost of materials, labour, hire charges of machineries, loading, unloading, lead, lifts, transportation etc., complete and in accordance with latest MoSRT &H Technical Specification No.2900 and as directed by Eng-In-Charge
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Providing and introduction of voided PVC casing pipe of 125 mm dia
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Providing and filling of 12mm downsize agregates around annular spacing of pipe
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Providing and Installation of 75 mm dia HDPE Pipe for pumping water
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Installation of 1HP/75KW submersible pump for dewatering with auto water level controlling
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Hire charges for generator 33KVA
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Earthwork excavation for Foundations structures in Ordinary soil upto a depth of 3m for Toe wall as per drawing and technical specification, including setting out, removal of stumps and other deleterious matter , dressing of sides and bottom, back filling with approved excavated materials, including cost of all materials, with all lead and lifts loading , unloading , all labour, hire charges for all machinaries etc. complete and in accordance as per latest MoSRT &H specification No. 304 and as directed by Eng-In-Charge.
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Providing and laying in Position Plain cement concrete M15 grade in open foundation as levelling course for Culverts using 20mm and down size graded aggregates and clean sieved approved sand including mixing mechanically, laid in layers not exceeding 15cms thick, as per drawings including cost of all materials, with all lead and lifts loading , unloading , all labour, hire charges for all machinaries etc. complete and in accordance as per latest MoSRT &H specification No.1500 , 1700 ,2100 &2900 and as directed by Eng-In-Charge.
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Providing and Laying Reinforced cement Concrete of M30 grade Toe wall for Substructure using 20mm and down size graded aggregates and clean sieved approved sand including mixing mechanically, laid in layers not exceeding 15cms thick, as per drawings including cost of all materials, with all lead and lifts loading , unloading , all labour, hire charges for all machinaries etc. complete and in accordance as per latest MoSRT &H specification No.1500 , 1700 &2200 and as directed by Eng-In-Charge.
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Providing TMT steel for Toe wall bar reinforcement confirming to IS-1786, S-415 Grade desgination as per table 1000-3 including straightening bars, cutting, bending, hooking, binding with approved quality binding wire after placing in position, tying, lapping and or welding wherever required and anchoring to the adjoining members wherever necessary as per drawing (laps, hooks and wastages shall not be measured and paid) , including cost of all materials, with all lead and lifts loading , unloading , all labour, hire charges for all machinaries etc. completen and in accordance with latest MoSRT&H Technical Specification No. 1600&2200 and as directed by Eng-In-Charge.
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Providing Weep holes for Toe wall in plain concrete / reinforced concrete abutment,wingwall,return wall using 110mm outer dia PVC pipes at 2 kg /sqm, fixing in position in C.M 1:3 with necessary collar and clamp extending through the full width of the structure with slope of 1V :20H towards drawing force as per drawings and specification including cost of material, glue,labour, transportation, leads, lifts loading,etc., unloading complete. and in accordance with latest MoSRT &H Technical Specification No. 2706 & 2200 and as directed by Eng-In-Charge.
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Providing and applying 2 coats of water based cement paint for Toe wall to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ 1 litre for 2 sqm,including cost of all materials, with all lead and lifts loading , unloading , all labour, hire charges for all machinaries etc., complete and in accordance with latest MoSRT &H Technical Specification No. 800 and as directed by Eng-In-Charge.
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Providing and fixing Reinforced Cement Concrete Crash Barrier for toe wall at the edges of the road, including cost of all materials, with all lead and lifts loading , unloading , all labour, hire charges for all machinaries etc., complete and in accordance with Technical Specification No.809 and as directed by Eng-In-Charge.
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Providing Grouting to pitching of 1:6 CM, including all lead and lifts, cost of all materials, labour, loading, unloading,transporting etc., complete and in accordance as per latest MoSRT &H specifications and as directed by Eng-In-Charge.
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Providing & fixing guard posts including all lead and lifts, cost of all materials, labour, loading, unloading,transporting etc., complete and in accordance as per latest MoSRT &H specifications 800 and as directed by Eng-In-Charge.
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Supply and Laying of 150 GSM Non Woven Geotextile as per Drawing and Specifications, including all lead and lifts, cost of all materials, labour, loading, unloading,transporting etc., complete and in accordance as per specifications and as directed by Eng-In-Charge.
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Supply and Laying Coirmat of 700 GSM on slopes which is of polymer netting comprising tensile elements of circular cross section in two orthogonal direction with Woven Joint, as per Drawing and Specifications, including all lead and lifts, cost of all materials, labour, loading, unloading,transporting etc., complete and in accordance as per specifications and as directed by Eng-In-Charge.
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Supply and Laying of 270 GSM with Gabion Mesh netting on Slopes for Erosion Protection as per Drawing and Specifications,including all lead and lifts, cost of all materials, labour, loading, unloading,transporting etc., complete and in accordance as per specifications and as directed by Eng-In-Charge.
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Supply and Laying Turfing on embankemnt slope or equivalent to Syllosys Hamata, including all lead and lifts, cost of all materials, labour, loading, unloading,transporting etc., complete and in accordance as per specifications and as directed by Eng-In-Charge.
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Providing and constructing Pre cast RCC drain including cover slab/ walls of M20 garde Concrete, Steel reinforcement , weep holes and back filling with soil, including all lead and lifts, cost of all materials, shuttering, labour, hire charges of machineries etc. completed. and as directed by Eng-In-Charge.
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Supplying and Laying (Jacking) of 1000 mm Dia NP-4 class RCC pipes by trench less technology method using high pressure hydraulically operated jacks, thrust ring and other equipments necessary for pushing duly avoiding spalling of earth while pushing including construction of jacking pit and receiving pit, MS band for jointing pipes, removal of spoil manually in case of earth with all contractors men, materials and tools and plants and other required materials, loading, unloading, transportation, lead and lift, etc. complete as directed by Engineer-in-charge.
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Lowering laying 1000 mm dia NP-4 pipe in position to correct line and level including such as distance pieces, straps, bends, tappers etc, in trenches upon prepared formation. The rate to include loading unloading hoising marginal cutting wherever required assembling and transporatation up to 500m etc. complete.
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Drilling of 200mm dia borehole by slow rig process at 10m spacing with necessary bentonite powder and equipment.
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Providing and installation of MS 150mm casing pipe for borehole
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Providing and installation of 200GSM Geo textile around voided PVC Pipe of 125 mm dia
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Overheads of installation and commisioning
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TOTAL AMOUNT
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